FEMA Grade Raise

The scope and general nature of the work consists of furnishing all labor, equipment, materials and performing all work necessary for a grade raise and embankment stabilization for approximately 1,500 feet of township roadway. Approximate work is as follows: 278 CY of gravel (surface): 1,500 ft long x 20 ft wide x 3 in deep 519 CY of pit run (base): 1,400 ft long x 20 ft wide x 6 in deep 4,179 CY of clay embankment (sub base): 1,400 ft long x 20 ft wide x 4.03 ft deep 836 CY of clay embankment (shoulder): 1,400 ft long x 2 ft wide x 4.03 ft deep (both sides of roadway) 2,696 CY of clay embankment (inslope): 1,400 x 13 x 8/2, north side of road 2,240 CY of clay embankment (inslope): 1,400 x 12 x 8/2, south side of road 1,219 CY of rip rap: 1,400 ft long x 15.67 ft wide x 1.5 ft deep, north side of road 1,082 CY of rip rap: 1,400 ft long x 13.91 ft wide x 1.5 ft deep, south side of road 3,111 SY of R1 geotextile fabric (below sub base): 1,400 ft long x 20 ft wide 4,667 SY of RR geotextile fabric (inslopes under rip rap): 1,400 ft x 15 ft (both sides of roadway) 2,800 ft of turbidity curtain: 1,400 ft (both sides of roadway) 120 ft of corrugated metal pipe (CMP): 30 in CMP, 60 ft long (x2)

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Riprap.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.